Transcription of THE ULTIMATE IBARING CAPACITY OF FOUNDATIONS
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THE ULTIMATE IBARING CAPACITY OF FOUNDATIONS
THE ULTIMATE IBARING CAPACITY OF FOUNDATIONS . by G. G. MEYERHOF, , SYNOPSIS. In the first part of the article a theory of bearing Dans la premiere par-tie de l'article on expose une CAPACITY is developed, on the basis of plastic theory, thkrie sur la capacite de portage, baske sur la by extending the previous analysis for surface thCorie de la plasticit8, par extension de l'analyse footings to shallow and deep FOUNDATIONS in a uni- prhalable des empattements de surface aux fonda- tions faibles et profondes dans une matibre cohesive form cohesive material with fntemal friction. The uniforme avec friction inteme. Les r&sultats theoretical results are represented by bearing capa- theoriques sont reprksentb par les facteurs -de city factors in terms of the mechanical properties capacite de portage en fonction des propriMs of the soil, and the physical characteristics of the mkaniques du sol et des caractkktiques physiques foundation.
BEARING CAPACITY OF FOUKDATIONS 303 where PO denotes overburden pressure at base level, ‘and .’ Y density of material, NC, N,‘and NY are the bearing capacity factors for a surface footing
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